• 제목/요약/키워드: U-type mooring

검색결과 4건 처리시간 0.02초

해류계 계류에 의한 해류관측: 천해계류 (Moored Current Observation: Shallow-Water Mooring)

  • 황상철;장경일;석문식;장영석
    • 한국해양학회지:바다
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    • 제7권4호
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    • pp.286-303
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    • 2002
  • 한국해양연구원에서는 1978년이래 해류계 계류에 의한 해류관측을 실시하였다. 본 단보에서는 한국주변의 연안역과 대륙붕해역에서 시도하였던 계류 형태와 계류 실패 사례를 소개하고자 한다. 천해역에서는 U-type 계류와 트롤방지 해저 계류장치를 이용한 해류관측 방법이 주로 이용되었다. 천해역에서 계류 실패를 피하기 위해서는 (1) 어로활동을 포함한 계류현장의 환경을 고려하여 적절한 계류 계획을 세워야 하며 (2) 계류기간과 수심 및 기타 예기치 않게 계류선에 영향을 줄 수 있는 제반 요인 등을 고려하여 적절한 계류용품이 사용되어야 한다

Numerical and experimental study on dynamic response of moored spar-type scale platform for floating offshore wind turbine

  • Choi, E.Y.;Cho, J.R.;Cho, Y.U.;Jeong, W.B.;Lee, S.B.;Hong, S.P.;Chun, H.H.
    • Structural Engineering and Mechanics
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    • 제54권5호
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    • pp.909-922
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    • 2015
  • The dynamic response and the mooring line tension of a 1/75 scale model of spar-type platform for 2.5 MW floating offshore wind turbine subject to one-dimensional regular harmonic wave are investigated numerically and verified by experiment. The upper part of wind turbine which is composed of three rotor blades, hub and nacelle is modeled as a lumped mass the scale model and three mooring lines are pre-tensioned by means of linear springs. The coupled fluid-rigid body interaction is numerically simulated by a coupled FEM-cable dynamics code, while the experiment is performed in a wave tank with the specially-designed vision and data acquisition system. The time responses of surge, heave and pitch motions of the scale platform and the mooring line tensions are obtained numerically and the frequency domain-converted RAOs are compared with the experiment.

컨테이너 크레인용 레일클램프의 U형 쐐기 형상설계 (Shape Design of the U-Type Wedge of the Rail Clamp for a Container Crane)

  • 한동섭;한근조
    • 동력기계공학회지
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    • 제13권6호
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    • pp.117-122
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    • 2009
  • The wedge type rail clamp compresses the rails with small clamping force at first, and with large clamping force when the wind speed increases because of the wedge working. If the supporter is not installed in the rail clamp with V-type wedge when the wind speed increases more and more, the structure will occur overload which leads the structure to fracture. But in the clamp with U-type wedge the supporter is not necessary because the tangential angle of the wedge increases as the sliding distance increases. The proper shape of U-type wedge is determined by the initial clamping force and the tangential angle of the wedge. Accordingly we, first carry out the finite element analysis in order to analyze the relation between the sliding distance and the wedge angle. Next we suggest the proper shape of U-type wedge as analyze the relation between the radius of curvature and the sliding distance.

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한국의 낙농시설 개선에 관한 연구 (A Study on the Improvement of Dairy Rousing Systems in Kore)

  • 김문기;고재군;김현욱
    • 한국농공학회지
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    • 제24권1호
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    • pp.31-43
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    • 1982
  • Engineering phase of dairy housing systems has close connection with the milk produc- tivity of dairy cattle, the quality of milk, extension of dairy production systems, labor- saving in management of dairy cattle and the like. Moreover, the rate of investment of dairy housing facilities is of relatively high level, However, there has been almost no research effort for the improvement of engineering aspects of dairy housing systems in Korea. The purpose of this study is to find out general engineering problems and to recomm- end the improvement in dairy housing systems in Korea. Field survey by means of questionaire, direct measurements, taking pictures and sketching was conducted to get necessary information for the study. Kyung-ki Do region was firstly chosen for sampling area since it has included more than half of the number of dairy farms of the whole country. The results obtained are summarized as follows: 1. In overall dairy farm layout, the dwellings of workers were ignored in the light of sanitary environment 2. The layout of stalls in a dairy barn belongs mostly to the type of double-row face-out, which is compatible with the emphasis of manure disposal activities. 3. While the width and length of stalls were sufficiently close to the standard dimension, the width of mangers was much less than the standard dimension. 4. The width and depth of manure gutters and the width of working alleys were much. less than the standard dimension. 5. The mooring equipment was mostly in the classes of chain or rope. The watering equipment was not facilitated independantly except the one cese of using watercup. 6. The bucket milkers with one or two bucket milkers with the capacity of two cattles. each were used as milking equipment in most dairy farms. 7. There were only few milk rooms independently spaced from other space, in which the arrangement of milking equipment was much less than the standard condition. 8. The lounging ground area was averaged to be sufficient for the activity of dairy herd. 9. Silos for silage used during winter consisted of mostly bunker silos, trench silos and underground vertical silos. Ordinary vertical silos were considered for the farmers to be inconvenient for the labor saving. 10. From the view point of heat conservation and moisture removal within the dairy barns, windows were not flexible for the easy ventilation and ceiling part was not adequate for temperatur maintenance. 11. Waste treatment and disposal systems were not provided with most dairy farms, therefore the livestock waste pollution problems would be serious in the near future.

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